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Program Studi Diploma III Teknik Sipil Sekolah Vokasi Undip Jalan Prof. Soedarto, SH Tembalang, Semarang Kotak Pos 1269
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Jurnal Proyek Teknik Sipil
Published by Universitas Diponegoro
ISSN : -     EISSN : 26544482     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Proyek Teknik Sipil is an open access journal (e-journal) that focusing in scientific work in the field of Appllied Civil Engineering that can be product of researches, literature review, or case study including Construction and Building Material, Construction Management, Geotechnical Engineering, Highway and Transportation Engineering, Hydraulic and Water Resource Engineering, and Structural Engineering. The articles are published twice in a year, in March and September. All manuscripts are welcome in Bahasa Indonesia. This journal is developed by Civil Engineering Department, Vocational School of Diponegoro University.
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Articles 7 Documents
 1 
Search results for , issue "Vol 6, No 1 (2023): March" : 7 Documents clear
ANALISIS EFEKTIFITAS SIMPANG U-TURN PADA JL. LETJEN SUPRAPTO MENGGUNAKAN METODE MANUAL KAPASITAS JALAN INDONESIA 1997 (STUDI KASUS U-TURN SP PLAZA BATAM) Muhammad Fadhil Karuniansyah
Jurnal Proyek Teknik Sipil Vol 6, No 1 (2023): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/potensi.2023.17041

Abstract

U-Turns are employed as a particular access for drivers who want to switch lanes while they're moving. However, the problem that often occurs is that this intersection can be the main cause of congestion on a road. In the case of the U-Turn intersection of Arterial Road Jl. Letjen Suprapto, to be exact, is across from SP Plaza Batu Aji. Traffic jams are often caused by this, especially in the afternoon during work hours. in accordance with the 1997 Indonesian Highway Capacity Manual, This study tries to evaluate the intersection's performance and determine whether it is the primary cause of persistent traffic congestion. The technique used to obtain data is observation and documenting. The results showed that the road capacity value was 2884.1 pcu/hour. Traffic volume value in the direction of Muka Kuning - Tg. Uncang of 1458.7 pcu/hour. 2475.4 pcu/hour in the opposite direction. 1033 vehicles were shown at 17:30-18:00 as making U-turns with an average travel time of 08'36". As a result of vehicles making u-turns, delays occur which hinder the passage of vehicles through the road segment resulting in congestion. This is the main cause of congestion on this road section with a road service value of 0.51 or a service level of C. These results indicate that the road segment is still stable, but vehicle speed is starting to be controlled. The research's conclusions can act as a guide for further investigation.
Pemanfaatan Lusi dan Fly Ash Sebagai Material Bautan Berdasarkan Nilai Berat Jenis Agregat Halus dan Porositas Toni Budi Santoso
Jurnal Proyek Teknik Sipil Vol 6, No 1 (2023): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/potensi.2023.16934

Abstract

Sidoarjo mudflow (Lusi) still occurs today, various efforts to stop and reduce the eruption have been made but have not stop able to stop the Sidoarjo mud. To help reduce the mud being ejected, it is necessary to utilize Sidoarjo mud. Researchers aim to reduce the mud caused by Sidoarjo mud by utilizing artificial materials as substitutes for natural materials. Utilization is also carried out for fly ash which is waste from the PLTU. Sidoarjo mud and fly ash are combined with an alkaline activator to form geopolymer paste and cement paste. The geopolymer paste specimen were tested for specific gravity of fine aggregate and its porosity. The result show Sidoarjo mud has a specific gravity of fine aggregate of 2.519 and fly ash of 2.525 which is greater than specific gracity of water, namely 1. The porosity of the geopolymer paste is 3% and that of cement paste is 3.8%. 
PERKUATAN GESER BALOK DENGAN SERPIHAN BESI UNTUK MENGHEMAT TULANGAN DAN BIAYA DI ERA NEW NORMAL SETELAH PANDEMI COVID-19 HERLINA SUSILAWATI LINA
Jurnal Proyek Teknik Sipil Vol 6, No 1 (2023): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/potensi.2023.16932

Abstract

PERKUATAN GESER BALOK DENGAN SERPIHAN BESI UNTUK MENGHEMAT TULANGAN DAN BIAYA DI ERA NEW NORMAL SETELAH PANDEMI COVID-19 Herlina Susilawati, ST.,M.EngProgram Studi Teknik Sipil, Universitas Janabadra Yogyakarta, Jl. Tentara Rakyat Mataram 55-57, YogyakartaEmail: herlina@janabadra.ac.id RINGKASAN Kerusakan yang terjadi pada struktur bangunan merupakan masalah yang sering terjadi, terutama kerusakan pada balok. Balok merupakan elemen struktur yang sangat penting pada bangunan. Keruntuhan yang terjadi pada balok pada umumnya diakibatkan oleh gaya geser, karena keruntuhan yang diakibatkan oleh gaya geser terjadi tiba-tiba karena beton bersifat getas (brittle). Penanganan yang dapat dilakukan salah satunya dapat dilakukan dengan menangani tulangan geser pada balok dengan perkuatan sehingga balok dapat menahan beban yang bekerja. Salah satu metoda yang digunakan untuk mengatasi kerusakan pada balok adalah dengan memberikan kekuatan atau berupa bahan campuran yang berupa serpihan/serbuk besi.Tujuan dari penelitian ini adalah untuk mengetahui pengaruh kekuatan balok terhadap kapasitas geser balok beton bertulang. Manfaat dari penelitian ini diharapkan dapat berkontribusi dalam ilmu pengetahuan, khususnya menjadi rekomendasi untuk perkuatan struktur. Benda uji yang digunakan sebanyak 6 buah dengan variasi tulangan tarik dan terdapat 3 balok yang tidak menggunakan serpihan/serbuk besi dan 3 balok menggunakan pekuatan serpihan/serbuk besi. Berdasarkan hasil dari penelitian yang didapatkan, semakin besar nilai rasio tulangan yang diberikan maka kekakuan pada benda uji juga semakin besar, tetapi semakin besar nilai rasio tulangan tarik yang diberikan tidak akan mempengaruhi dari kapasitas geser suatu balok beton bertulang.Kata Kunci : analisis, kekuatan, keamanan, Studi Eksperimental, Balok Beton Bertulang Tanpa Sengkang, Rasio Tulangan Tarik, Kapasitas Geser, Perkuatan serpihan/serbuk besiABSTRAK   Damage that occurs in building structures is a problem that often occurs, especially damage to beams. Beams are a very important structural element in buildings. Collapse that occurs in beams is generally caused by shear forces, because collapse caused by shear forces occurs suddenly because concrete is brittle. Handling that can be done one of which can be done by handling the shear reinforcement in the beam with reinforcement so that the beam can withstand the working load. One of the methods used to overcome damage to beams is by providing strength or in the form of mixed materials in the form of flakes/iron filings. The purpose of this study was to determine the effect of beam strength on the shear capacity of reinforced concrete beams. The benefits of this research are expected to contribute to science, in particular to become recommendations for strengthening structures. 6 specimens were used with variations in tensile reinforcement and there were 3 beams that did not use iron flakes/fibers and 3 beams used flakes/iron filings reinforcement. Based on the results of the research obtained, the greater the value of the reinforcement ratio given, the greater the stiffness of the specimen, but the greater the value of the tensile reinforcement ratio given will not affect the shear capacity of a reinforced concrete beam. Keywords : analysis, strength, safety, Experimental Study, Reinforced Concrete Beams without stirrups, Tensile Reinforcement Ratio, Shear Capacity, Slat/iron filings reinforcement  
Pemanfaatan Teknik Rainwater Harvesting sebagai Pemenuhan Kebutuhan Air Domestik di Desa Cot Mee Sania Alfiani
Jurnal Proyek Teknik Sipil Vol 6, No 1 (2023): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/potensi.2023.18033

Abstract

The use of artesian wells or drilled wells is still the main choice of the people of Cot Mee Village, one of the areas in Nagan Raya Regency, where this is done to meet the needs of raw water sources as domestic needs. In addition to the expensive cost of installing borewells, this also adversely affects the environment due to excessive use of groundwater and raises the potensial for land subsidence. Under these circumstances, in order to solve the problem of raw water for individual lives, alternative solutions are needed that are more effective and efficient. One of alternative is to create a rainwater harvesting system from the roof of the building by maximizing high rainfall or known as rainwater harvesting technique. Field studies show the building area in Cot Mee Village is currently in good condition and livable and the entire roof is made of zinc. Of course, this condition will be very maximum in the process of harvesting rainwater. Analysis of the potensial for rain harvesting in Cot Mee Village is 64,685.61 liters/day, with the potential for rainwater harvesting per house of 743,512 liters/day. The ratio between the total water harvested amounted to 64,685.61 liters/day with the total use of raw water for needs of the people of Cot Mee Village of 43,399.8 liters/day. Research shows that rainwater harvesting technique will be adequate and able to be an alternative in providing raw water for domestic needs.
Pengaruh Penambahan Plastik PET (Polyethylene Terephthalate) dan POFA (Palm Oil Fuel Ash) pada Campuran LASTON AC-WC terhadap Parameter Marshall Sheva Alviano Aziz; Achmad Aprilian Arifianto; Asri Nurdiana; Riza Susanti
Jurnal Proyek Teknik Sipil Vol 6, No 1 (2023): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/potensi.2023.18103

Abstract

PET (Polyethylene Terephthalate) plastic cannot be separated from everyday life, as is commonly found in bottles. The increasing use of plastic, if not managed and utilized correctly, will cause harm to the environment. On the other hand, Indonesia is rated first as a palm-producing country. Unfortunately, its become a new problem due to the waste generated. POFA (Palm Oil Fuel Ash) is palm oil waste in the form of grayish-black fine granules resulting from burning palm oil at a temperature of 800 – 1000°C. POFA waste management is needed so that it does not only become waste but has added value. In addition, the high demand for asphalt mixtures requires innovations to improve the characteristics of asphalt mixtures, such as utilizing PET and POFA waste as additives in asphalt mixtures. This research aimed to determine the marshall parameters of the AC-WC mixture added with PET and POFA, obtain the KAO value (Optimum Asphalt Content), and look for the cost efficiency of the AC-WC mixture. This study designed 45 samples with details of 15 samples to obtain the KAO value and 30 samples to determine the optimum PET content varying from 1%, 2%, and 3%, along with POFA 50% and 100 %. These samples were tested using the Marshall test referring to SNI 2489-2018. This study found that the percentage of 1% and 2% PET met the requirements of the 2018 General Specification Revision 2 with the optimum percentage of adding 2% PET plastic and 50% POFA substitution.
IMPLEMENTASI BIM TERHADAP UPAYA PENGURANGAN WASTE MATERIAL KONSTRUKSI PADA PT. WIJAYA KARYA JABODETABEK shifa fauziyah
Jurnal Proyek Teknik Sipil Vol 6, No 1 (2023): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/potensi.2023.18086

Abstract

In the implementation of construction projects, materials are a very influential component in determining the cost of a project. Residual material causes wastage and reduces project profits. Research is needed to analyze the implementation of Building Information Modeling (BIM) in efforts to minimize construction material waste. The population of the research is WIKA employees who have implemented BIM in the Jabodetabek area (Jakarta, Bogor, Depok, Tangerang and Bekasi). The research sample was 100 people. The data is processed using the Smart PLS software. The results showed that the implementation of BIM had a positive and significant effect on efforts to reduce residual construction materials. If the implementation of BIM is applied with discipline, stakeholders will have a more complete data source for estimating material needs.
Studi luas genangan banjir pada suatu das yang memiliki bangunan tanggul(study kasus das way pisang) LIDYANA PUTERI
Jurnal Proyek Teknik Sipil Vol 6, No 1 (2023): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/potensi.2023.17095

Abstract

Abstract: Way Pisang is a river in south Lampung Regency – Lampung, that potentially flooding every year, crossing the Penengahan, Palas and Sragi Districts. The floods that occur almost every year, has an impact on the moral and material losses to the residents who lived around the location.Flood prevention around the Way Pisang river is done by adding some embankments for its rehabilitation. The simulations of the embankment infrastructure existed carried out using HEC-RAS software. This simulations were carried out at certain locations that profiled potentially welled up at B.34 to A.76 or Sta. 01 to 109.From its modeling, resulting that the existence of an embankment with a high puddle area in year 2007, for Q10 are 270/Ha and for Q25 are 330/Ha.  Furthermore, flood inundation area flooded in year 2015 was 310/Ha for Q10 and 340/Ha for Q25.Keywords: Way Pisang, Embankment and HEC-RAS.

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